3710 TULALIP AVE 2021 Plans 2024-05-15

• • C SOIL COMPACTION: THE CONTRACTOR SHALL COMPACT SOIL TO A MN.95%OF THE N ADHESIVE-GROUTED ITEMS:(THREADED ROOS OR REINFORCED BAR)SPECIFIED ON THE SNO 911 1.0 GENERAL REQUIREMENTS MAXIMUM DRY DENSITY BASED CN ASTM TEST METHOD D1557. DRAWINGS SHALL BE INSTALLED USING HILT!"HIT-RE 500 SD'ADHESIVE AS 10.0 APPLICABLE STANDARDS H (EOTECttJICAL• MANUFACTURED BY Hut INSTALL IN STRICT ACCORDANCE WITH I.C.C.REPORT NO SCOPE: REFER TO SPECIFICATIONS FOR PROJECT SPECIFIC INFORMATION, ESR-2322. SPECIAL INSPECTION OF INSTALLATION IS REQUIRED. RODS SHALL BE ASTM A TIA-222-H: STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES,ANTENNAS SNOHOMISH COUNTY REQUIREMENTS AND APPROVED MATERIALS NO CEOTECHNICAL REPORT WAS REQUIRED FOR THIS PROJECT.THE FOLLOWING PRESUMPTIVE A-307 UNLESS NOTED OTHERWISE. WHERE INSTALLING ANCHORS INTO UNGROUTED dAU LOAD BEARING VALUES PER 2018 IBC,TABLE 1806.2 FOR CLASS 4 MATERIALS ARE ASSUMED: AND SMALL WIND TURBINE SUPPORT STRUCTURES A FIVE LOADS SNOW: CELLS(NEW OR EXISTING),THE ANCHOR SHALL BE INSTALLED WITH THE CORRECTION 911 A.ALLOWABLE BEARING PRESSURE: 2000 PSF GROUND SNOW LOAD: 20 PSF SCREEN TUBE(PER MANUFACTURER'S RECOMMENDATIONS)TO MATCH THE ANCHOR SIZE B IBC: INTERNATIONAL BUILDING CODE,2018 EDITION. B.ALLOWABLEF PASSIVE EARTH PRESSURE:0.25 150 PCF AND EMBEDMENT. WAND: C BASEE COEMMEFICIENT OF FRICTION:OD0.25 0 EXPANSION ANCHORS: EXPANSION ANCHORS SHALL BE INSTALLED PER HILT C MC: INTERNATIONAL MECHANICAL CODE.2018 EDITION. 1121 SE EVERETT MALL WAY BASIC MIND SPEED: �115 MPH,30 MPH WITH 1/2'ICE, THE RECOMMENDATIONS PROVIDED N THESE NOTES FOR THIS PROJECT MUST CONFORM TO SPECIFICATIONS.INSTALL IN STRICT ACCORDANCE WITH I.C.C.REPORT NO.ESR-4266. D NEC: NATIONAL ELECTRICAL CODE,2018 EDITION. STRUCTURE CLASS III/RISK CATEGORY IV THESE SAME CONDITIONS. SUITE 200 EXPOSURE"C" SPECIAL INSPECTION CF INSTALLATION IS REQUIRED. E IFC: INTERNATIONAL FIRE CODE,2018 EDITION. EVERETT, WA 98208 TOPOGRAPHIC FACTOR K,(MA%AT GROUND LEVEL)=2.20 P FOUNDATIONS: ALL FOUNDATIONS SHALL BEAR CN STRUCTURAL FILL.AU.FOOTING F ASTM: STANDARDS FOR BUILDING CODES,LATEST EDITION. 425.407.3911 TOPOGRAPHIC FEATURE(HILL) EXCAVATIONS SHALL BE MANUALLY CLEANED PRIOR TO PLACING CONCRETE.COMPACT THE C AC 301: AMERICAN CONCRETE INSTITUTE,SPECIFICATIONS FOR STRUCTURAL CREST HEIGHT ABOVE SURROUNDING TERRAIN(H=350 FT) STRUCTURAL FILL UNDER THE FOUNDATION TO 95%CF THE MODIFIED PROCTOR DENSITY. CONCRETE.LATEST EDITION. FLOOR: I EROSION CONTROL: IT IS NECESSARY TO OBTAIN PERMITS FOR ANY PROJECT THAT WILL FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED THE SIZE IS INCREASED 3 SHELTER FLOOR LIVE LOAD=200 PSF DISTURB THE SOIL AND JEOPARDIZE WATER QUALITY AND HABITAT. IN ORDER TO REMAIN INCHES AT EACH INTERFACE WITH THE SOIL CONTRACTOR SHALL PROVIDE DESIGN AND H AC 31B: AMERICAN CONCRETE INSTITUTE,BUILDING CODE REQUIREMENTS SHELTIE' IN COMPLIANCE WITH PERMITS AND THEREFORE,JURISDICTION STANDARDS,THE FOLLOWING INSTALLATION O ALL CRIBBING.SHEATHING,AND SHORING REQUIRED TO SAFELY RETAIN FOR STRUCTURAL CONCRETE,2014. DESIGN CATEGORY"D",SITE CLASS C, 1.28 S,=0.46 EROSION DN CONTROL PROPRINJECTS TOL FIT SHOULD BE FOLLOWED: THE EARTH BANKS.BACKFILL NEAR AND AROUND THE FOUNDATIONS SHALL BE A WELL I AG 315: AMERICAN CONCRETE INSTITUTE,DETAILS AND DETAILING O CONCRETE �' 1.DESIGN PROJECTS TO THE NATURAL TOPOGRAPHY,SOILS,AND DRAINAGE REINFORCEMENT,LATEST EDITION. PATTERNS, GRADED FILL MATERIAL PLACED IN 8"THICK LAYERS THAT HAS BEEN COMPACTED TO 90% 2.EMPHASIZE EROSION CONTROL RATHER THAN SEDIMENT CONTROL. OF THE MODIFIED PROCTOR DENSITY. J AC 530.1: AMERICAN CONCRETE INSTITUTE,SPECIFICATION FOR MASONRY CONSTRUCTION.2013 3.MINIMIZE THE EXTENT AND DURATION O THE AREA EXPOSED. 0 REINFORCING STEEL: ALL REINFORCING STEEL TO BE GRADE 60 DEFORMED BILLET STEEL K CRSI: CONCRETE REINFORCING STEEL INSTITUTE.MANUAL OF STANDARD PRACTICE,LATEST EDITION 0 LEGAL DESCRIPTION: SEE SHEET T-I 4.KEEP RUNOFF VELOCITIES LOW. PER ASTM ANTS. ALL ANCHOR RODS,OTHER THAN FOR TOWER.TO BE ASTAI F1554,CR.36 C DRAWINGS THE DRAWINGS ARE INTENDED TO PARTIALLY DESCRIBE THE OVERALL SCOPE CF WORK. 5.RETAIN SEDIMENT ON THE SITE. WITH A PLATE.WASHER.AND NUT UNLESS NOTED OTHERWISE ON THE DRAWINGS. L AWS: AMERICAN WELDING SOCIETY.STRUCTURAL WELDING CODE.LATEST EDITION. ON. CONTRACTORS SHALL FIELD VERIFY DOSING CONDITIONS AND NOTIFY THE PROJECT MANAGER IN 6.THOROUGHLYSCOROULE MAJOR EARTHWORKA DURING THE DRYINTHESE E ADVANCE ABOUT ANY UNFORESEEN CIRCUMSTANCES NOT DESCRIBED IN THE DRAWINGS BEFORE 7. MONITOR THE SITE AND MAINTAIN ESC MEA O. ANDFORCE0 SHALL BE FRICN AND DD IN PREVENT SE A THE AG 315 M MSC T E: AMERICAN INSTITUTEDICF STEELA CONSTRUCTION,CODE OF STANDARD PRACTICE BEGINNING WORK OR WORKING ON THE AFFECTED PORTION OF THE WORK. 8.FINAL STABILIZATION OF ALL DISTURBED AREAS WITH VEGETATION OR OTHER AND AG 301.SUPPORT REINFORCING AS REQUIRED TO PREVENT DISPLACEMENT UPON FOR STEEL BUILDINGS AND BRIDGES,LATEST EDITION MEASURES. CONCRETE POURING.MAINTAIN ALL CLEARANCES NOTED ON THE DRAWINGS.WHERE NO N WISE 360: AMERICAN INSTITUTE OF STEEL CONSTRUCTION.SPECIFICATION FOR STEEL 9.REMOVAL OF ALL TEMPORARY ESC MEASURES AND FINAL CLEANING OF ALL DIMENSIONS ARE NOTED,USE THE AD RECOMMENDED CLEARANCES.MINIMUM COVER FOR BUILDINGS.2010 AND 2016 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING UTILITIES. EXISTING PERMANENT FACILITIES SUCH AS CATCH BASINS AND PIPES. REINFORCING BARS SHALL BE 3',FOR CONCRETE POURED AGAINST SOIL TIE BARS UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR0 ADS: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,AMERICAN WOOD CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL UTILITY LOCATIONS SECURELY WITH/16 ANNEALED WIRE AND SUPPORT AS REQUIRED.PROVIDE MINIMUM LAPS ya_Aa.� CONTRACTOR SHALL FOLLOW THE ABOVE GUIDELINES AND ASSIGN THE ON-SITE ESCCES BA COUNCIL(ANC)2016 4 NOT SHOWN. CARE SHOULD BE TAKEN TO AVOID DAMAGE CR DISTURBANCE TO EXISTING UTIUTES. SUPERVISOR TO OVERSEE THE BMP'S ON AN ONGOING BASIS OVER THE LIFE CF THE REINFORCEMENT T BARS IS NOT PERMITTED.S UNLESS NOTED OTHERWISE.FIELD BENDING OR WELDING OF _s.,c+4 r.4 0 ABBREVIATIONS THROUGHOUT THE PLANS ARE ABBREVIATIONS WHICH ARE IN COMMON USE.THE PROJECT.THE SUPERVISOR MUST INSPECT THE SITE A MINIMUM OF ONCE A KEN DURINGp ASCE 7-16: MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND .�. '� PROJECT MANAGER WILL DEFINE THE CONTENT OF ANY IN QUESTION. THE WET SEASON AND WITHIN 24 HOURS OF A STORM EVENT.THE SUPERVISOR MUST BE ALL WELDED CURE FABRIC TO BE PER ASTM A185.ALL BARS AND WIRE SHALL BE FREE OF OTHER STRUCTURES N S1 �;;�� AVAIL MU F 24 HOURS A DAY IN ORDER TO RESPOND TO ESC EMERGENCIES.A CONTACT � RUST,MILL SCALE,DIRT.OR OTHER FOREIGN MATERIAL PRIOR TO CASTING CONCRETE. r- i�' ' ' E REPETITIVE TYPICAL WALL SECTIONS FINISHES AND DETAILS ARE NOT INDICATED EVERYWHERE THEY NUMBER MUST BE CLEARLY POSTED ON THE JOB SITE. ,1} :�.F�A OCCUR ON PLANS,ELEVATIONS AND SECTIONS; REFER TO DETAILED DRAWINGS,CONTRACTOR TO R MASONRY:MASONRY CONSTRUCTION SHALL CONFORM TO IBC CHAPTER 21 AND Ad5J0.1. �'"•" "-,. PROVIDE COMPLETE PROJECT AS IF DRAWN IN FULL CONTRACTOR SHALL CONSULT WITH THE ESC SUPERVISOR TO DETERMINE WHICH EROSION CONTROL -�?�z./1";• 4 DEVICES ARE BEST SUITED FOR THE SITE PRIOR TO CONSTRUCTION. AU.MATERIALS SHALL MEET THE CONCRETE MASONRY UNITS SHALL BE ASTM C90,TYPE 1 NORMAL WEIGHT.Fc=2000 PSI 11.0 SPECIAL INSPECTION -',_--�,.'.i4 F COOES/PERLBTS/REGULATIONS WORK NOT PART OF THE WORK OF THE PERMIT AND TO BE AT 28 DAYS. `p'+LF a REQUIREMENTS IN SECTIONS 9-14 AND 9-33 a M'SDOT 2021 STANDARD SPECIFICATIONS(M4t-10). A QUALIFIED INDEPENDENT TESTING LABORATORY.EMPLOYED BY THE OWNER.SHALL - �•Tr� . PERFORMED UNDER SEPARATE PERMITS INCLUDES BUT IS NOT LIMITED TO MECHANICAL/ELECTRICAL MASONRY UNITS SHALL BE PLACED IN STRAIGHT UNIFORM COURSES OF REGULAR RUNNING A PERFORM PERIODIC INSPECTION AND TESTING IN ACCORDANCE WITH 18C 2018 CHAPTER 17 ` WORK EROSION CONTROL BLANKET SHALLTM •ORGANIC TEMPORARY EROSION CONTROL BLANKET SHALL MEET THE FOLLOWING BOND.MORTAR BE AS C270 TYPE S.GROUT SHALL BE AVM C476,rc= 2000 (SECTION 1705)FOR THE FOLLOWING CONSTRUCTION WORK: THE OWNER SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES UNLESS OTHERWISE NOTED IN THE REQUIREMENTS: PSI AT 28 DAYS. GROUT SHALL BE READY-MIX TYPE.THE ALLOWABLE GROUT SLUMP B •STRUCTURAL CAST-IN-PLACE CONCRETE AND STEEL REINFORCING. THIS DRAWING IS COPYRIGHTED AND IS THE CONTRACT DOCUMENTS. 1.MADE OF NATURAL PLANT FIBERS. SHALL BE 10"PLUS OR MINUS I'.A MINIMUM OF 24 HOURS SHALL HAVE ELAPSED •PLACEMENT OF CONLNLIL AROUND BOLTS AND EMBEDDED ITEMS. SOLE PROPERTY OF THE OWNER. IT IS 2.HAVE A MINIMUM WEIGHT DU 8 OZ./SQ.'ID.AND A MINIMUM LIMITING SHEAR STRESS BETWEEN COMPLETION OFTHE LAY UP OF A WALL SECTION AND GROUTING.NET AREA •INSTALLATION OF POST INSTALLED BOLTS AND REBAR. PRODUCED SOLELY FOR USE BY THE OWNER NOTHING IN THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT AN O 0.45 LB./SO.FT. COMPRESSIVE STRENGTH OF MASONRY,Cm=1500 PSI •STRUCTURAL HIGH STRENGTH BOLTED CONNECTIONS-ANSI/PASO 360-16 TABLES N5.6-1,2 A 3 AND ITS AFFIUAIES REPRODUCTION OR USE INSTALLATION IN MOUTON OF APPLICABLE CODES AND/OR RESTRICTIONS.SHOULD ANY CHANGE IN 3.NETTING,IF PRESENT,SHALL BE BIODEGRADABLE OR PHOTODECRADABLE. •FIELD AND FULL PENETRATION STRUCTURAL WELDING-ANSI/MSC 360-16 TABLES N5.4-I.2&3 OF THIS DRAWING AND/OR THE INFORMATION THE DRAWINGS BE NECESSARY IN ORDER TO COMPLY WITH APPLICABLE CODES AND/OR •PERMANENT EROSION CONTROL BLANKET SHALL MEET THE FOLLOWING REQUIREMENTS: REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BILLET STEEL PER ASTM A615. •STRUCTURAL MASONRY-TINS 402,AD 530.ASCE 5,TINS 602 AC 530.1 AND ASCE 6 CONTAINED IN IT IS FORBIDDEN WITHOUT THE REQUIREMENTS,THE CONTRACTOR SHALL NOTIFY THE PROJECT MANAGER AT ONCE AND CEASE WORK' 1.CONSIST OF UV STABILIZED•FIBERS,FILAMENTS AND NETTING. •SPECIAL GRADING,EXCAVATION,AND STRUCTURAL FILL WRITTEN PERMISSION OF THE OWNER. ON ALL PARTS OF THE CONTRACT WHICH ARE AFFECTED. 2.HAVE A MINIMUM WEIGHT OF 8 OZ./SO.YD.AND A MINIMUM LIMITING SHEAR STRESS OF VERTICAL REINFORCING STEEL SHALL BE DROPPED INTO PLACE AFTER COMPLETION OF THE •PILING,DRILLED PIERS,AND CAISSONS. WALL SECTION AND PRIOR TO GROUTING AND HORIZONTAL REINFORCING STEEL SHALL BE 1.5 LB./S0.FT. •STEELREINFORCING IN CONCRETE. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE •UV STABIUTY(MINIMUM 80 PERCENT TENSILE RETAINED)ASTM D4355(1,000 HOUR PLACED AS THE WALL IS LAID UP. •MISCELLANEOUS SPECIAL CASES,INVOLVING CONSTRUCTION UNDER HAZARDOUS OR LATEST RULES REGULATIONS,RESTRICTIONS,REQUIREMENTS,AND CODES. EXPOSURE). GROUT LIFTS AND POUR HEIGHTS SHALL NOT EXCEED 5'-0'IN HEIGHT UNLESS APPROVED UNUSUAL CONDITIONS. ALL WORK AS SHOWN ON THE CONSTRUCTION DOCUMENTS IS JURISDICTION BUILDING CODE AND FIRE CLEAR PLASTIC COVERING CLEAR PLASTIC COVERING SHALL MEET THE BY PROJECT MANAGER OR ENGINEER OF RECORD. C REPORTS SHALL SUBMITTED IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE,2018 • CODE AS ADOPTED WITH CERTAIN AMENDMENTS IN THE BUILDING COOS. IT IS THE INTENT OF THESE REQUIREMENTS OF THE GIST(NATIONAL INSTITUTE OF STANDARDS METALS STANDARDS AND CHAPTER 17. :' DOCUMENTS TO COMPLY THERETO. WORK PERFORMED IN MOUTON OF THE LOCAL CODES,OR Y4� ORDINANCES SHALL BE CORRECTED AT NO EXPENSE TO THE OWNER. TECHNOLOGY)VOLUNTARY PRODUCT STANDARD,PS 17-69,FOR POLYETHYLENE D GENERAL CONTRACTOR TO SCHEDULE ALL'SPECIAL INSPECTIONS'WITH SAID TESTING SHEETING HAVING A MINIMUM THICKNESS OF6 MILS. A PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. AGENCY BASED ON WORK PROGRESS.CONTRACTOR TO NOTIFY OWNER AND PROJECT C£OTEXTLE-ENCASED CHECK DAM MANAGER 49 HOURS IN ADVANCE OF SCHEDULED TEST PROCEDURE C CONFLICT IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION OR THE THE GEOID/TILE-ENCASED CHECK DAM SHALL BE A URETHANE FOAM CORE ENCASED IN B CONTRACTOR SHALL PRIME AND PAINT THE INTENDED PMNTABLE METAL STACKS METAL E THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING North West MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, CEOTEXTILE MATERIAL THE MINIMUM LENGTH OF THE UNIT SHALL BE 7'.THE FOAM CORE BEAM/POST CONNECTIONS,VENTS GRILLS,OR LOUVERS WHICH PROJECT THROUGH WALLS DEPARTMENT,THE ENGINEER OF RECORD,AND THE OWNER IN ACCORDANCE WITH IBC THE LAWS OR ORDINANCES SHALL GOVERN THE INSTALLATION NOTIFY THE PROJECT MANAGER OF ALL SHALL BE A MINIMUM OF 8-INCHES IN HEIGHT.AND HAVE A MINIMUM BASE WIDTH OF CR ROOF AND IN VIEW.COLOR TO BE SELECTED BY PROJECT MANAGER. 2018 CHAPTER 17. Tower Engineering CONFLICTS.ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE 16'.THE GEOTEXnLE MATERIAL SHALL OVERHANG THE FOAM BY AT LEAST 6'AT EACH DONE AT THE CONTRACTOR'S RISK. END,AND SHALL HAVE APRON TYPE FLAPS THAT EXTEND A MINIMUM OF 24"ON EACH C STRUCTURAL STEEL: ALL MATERIALS,WORKMANSHIP.AND CONSTRUCTION SHALL CONFORM SIDE OF THE FOAM CORE. TO THE DRAWINGS,SPECIFICATIONS,AND THE 2018 IBC. H DIMENSIONS SURVEY: DIMENSIONS OF SITE CONDITIONS ARE FROM SURVEY BY OTHERS.PROJECT WATTLES MANAGER BEARS NO RESPONSIBIITY FOR THEIR ACCURACY.DIMENSIONS ARE SHOWN TO FACE CF ALL WORK SHALL BE IN ACCORDANCE WITH AISC 303 AND MSC 360 CONCRETE,TO FACE OF CLADDING AT EXTERIOR FRAMED WALLS,FACE OF FINISH AT INTERIOR WALLS, WATTLES SHALL CONSIST OF CTLNDERS O BIODEGRADABLE PLANT MATERIAL SUCH AS AND CENTERLINE OF OPENINGS,UNLESS DETAILED OTHERWISE ON DRAWINGS. CONTRACTOR SHOULD STRAW,COIL,OR WOOD SHAVINGS ENCASED WITHIN BIODEGRADABLE CR PHOTODECRADABLE ALL ANGLES,CHANNELS,AND PLATES TO BE AVIA A36.Fy=38 KSI, RELEASE REVIEW AND VERIFY ACTUAL CONDITIONS BEFORE FRAMING BEGINS AND NOTIFY THE PROJECT MANAGER NETTING.ROLLS SHALL BE AT LEAST 6'IN DIAMETER. WIDE FLANGE SHAPES TO BE ASTM A992,Fy=50 KSI OF ALL CONFLICTS. ALL SCUD RODS TO BE ASTM A36,Fy=36 KS. DATE COMPOST SOCK RECTANGULAR HOLLOW STRUCTURAL SECTIONS(HSS),TO BE ASTM AS00-B,Fy=46 KS 16FEB21 PERMIT REVIEW SET BE DO NOT VAMP DRAWINGS.THE CONTRACTOR SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND BIODEGRADABLE E EVENLYL BURLAP FABRIC FOR COMPOST SOCK AND E OR COMPOST OTHERWA CO SHALL IN ROUND HOLLOW STRUCTURAL SECTORS(ASS).TO BE ASTM A500-13.FY=42 KSI ACTUAL FIELD MEASUREMENT.NOTIFY THE PROJECT MANAGER IF ANY DISCREPANCIES ARE FOUND. CLEAN, WOVEN,AND FREE O ENCRUSTED CONCRETE OR CONTAMINATING STEEL PIPE TO BE ASTM A5J-8.Fy=35 KS 02APR21 BUILDING PERMIT SET MATERIALS AND SHALL BE FREE FROM CUTS,TEARS BROKEN OR MISSING YARNS AND BOLTS TO BE ASTM A307 Fy=36 KS,UNLESS NOTED OTHERWISE CONTRACTORS SHALL VERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR WORK. THIN,OPEN,OR WEAK PLACES.FABRIC FOR COMPOST SOCK SHALL CONSIST OF EXTRA HEAVYYREWEIGHT BIRVATVE.COMPOSTP BURLAP41A FIBER WHICHE HAS NOT BEEN TREATED C WITH ANY FOR BOLTS SPECIFIED AS ASTM A325,CONNECTION BOLTS SHALL BE FULLY TIGHTENED THE CONTRACTOR SHALL VERIFY ALL ROUGH-IN DIMENSIONS FOR THE EQUIPMENT FURNISHED AND TYPE OF LEESSH PRESERVATIVE.B. MADE MDOLL GBE TYPE Il2 WOOD STAKESORIFORSPECIES.COMPOST SOCK CONFORMING TO MSC"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR INSTALLED BY CONTRACTOR OR OTHERS. AND WATTLES SHALL 2 NOMI ALFR0M EN ION AND 36'IN OR PINE WOW STAKES SHALL BE 2'X2'NOMINAL DIMENSION AND 36'M LENGTH. A490 BOLTS",UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CONSULT THE PLANS O ALL TRADES FOR OPENINGS THROUGH SLABS, ALL BOLTS TO BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123,A153,AND WALLS,CEILINGS AND ROOFS FOR VERIFY THE SIZES AND LOCATIONS KITH DUCTS, UBCONTRACTORS,CABINETS AND EQUIPMENT AND SHALL 3.0 CONCRETE / 4.0 MASONRY 6695.NO BOLT SHALL BE REUSED. FIRE STOPS: FIRE STOPS IN WALL OR CEILINGS ETC.SHALL BE PROVIDED PER JURISDICTION BUILDING A FORMWORK&ACCESSORIES SHALL CONFORM TO AC 301,SECTION 2 ALL FABRICATION STRUCTURAL STEELR ASTAI .EXPOSED MOSDRS SHALL DE ARE-DIPPED G OR SHIER CODE.SECTION 7 REQUIREMENTS PROVIDE FIRE DAMPERS AT ALL SUPPLY AND RETURN AIR OUTLETS, BE GALVANIZEDE PER ASTM A153ORB6955TEEL HARDWARE AND ANCHOR BOLTS SHALL SITE NAME INLETS OR DUCTS PENETRATING FIRE RATED ASSEMBLIES,ENCLOSURES,WALLS,FLOORS,OR SURFACES B REINFORCEMENT&SUPPORTS SHALL CONFORM TO AG 301,SECTION 3 - --.. AND AS REWIRED BY FIRE DEPARTMENT. THE CONTRACTOR SHALL SUBMIT DETAILED.ENGINEERED,AND CHECKED SHOP DRAWINGS B CONCRETE MIXTURES SHALL CONFORM TO AD 301.SECTION 4 RUCKER ANTENNA ADDITION PROJECT J SHOP DRAWINGS PROVIDE SHOP DRAWINGS FOR THE PROJECT MANAGER/OWNER'S APPROVAL AND AS FOR ALL STRUCTURAL STEEL TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO THE REQUIRED BY GOVERNING JURISDICTION PRIOR TO CONSTRUCTION. C THE HANDLING.PLACING AND INSTALLATION O CONCRETE SHALL CONFORM TO AG 301, START OF FABRICATION. RUCKER COMMUNICATION FACILITY SECTION 5.IN ADDITION HOT WEATHER CONCRETE PLACEMENT SHALL CONFORM TO AG D WELDING: ALL WELDING TO BE PERFORMED BY WABO&AWS CERTIFIED WELDERS AND 305.1 AND COLD WEATHER CONCRETE PLACEMENT SHALL CONFORM TO Ap 306.1 CONDUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWS WELDING CODE SIZE ADDRESS 2.0 SITE WORK 0 CHAMFER EXTERNAL EDGES ON EXPOSED EXTERIOR FOUNDATIONS.CONTRACTOR DIAL! 700 EDWARDS AVENUE EDGE ALL OTHER FLATWORK ALL ELECTRODES TO BE E70XX LOW HYDROGEN. EVERETT, WA 98201 E A HAZARDOUS MATERIALS: DISCOVERY OF ANY HAZARDOUS MATERIALS(ASBESTOS.CHEMICAL WASTES, E PORTLAND CEMENT SHALL BE TYPE II PER ASTM C150 AND SHALL HAVE A 28-DAY MINIMUM WELD SIZE TO BE 0.1875 INCH FIELET WELDS UNLESS NOTED OTHERWISE ON THE PESTICIDES,ETC.)SHALL BE REPORTED IMMEDIATELY TO THE OWNER. AFTER MUTUAL AGREEMENT COMPRESSIVE STRENGTH OF 4000 PSI.THE CONCRETE MIX SHALL NOT CONTAIN LESS DRAWINGS. BETWEEN CONTRACTOR PARTIES AND SUBMITTAL OF A WRITTEN CHANCE ORDER CONTRACTOR IS THAN 5 Y5'SACKS OF CEMENT PER CUBIC YARD. RESPONSIBLE FOR REMOVAL.DISPOSAL AND CERTIFICATION AS REQUIRED BY LAW.OWNER TO ADVISE F THE CONCRETE MIX SHALL HAVE A TOTAL AIR CONTENT OF 5%WITH A TOLERANCE OF OF KNOWN WOOD (NOT USED) KNOWN EXISTENCE PLUS OR MINUS 1.5%AIR-ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C 260. 8 SOL CONDITIONS: THE PROJECT MANAGER ASSUMES NO RESPONSIBILITY AS TO THE PHYSICAL G THE CONCRETE MIX SHALL PRODUCE A MAXIMUM SLUMP OF 5'31.5'. CHARACTERISTICS OF THE SOIL NOR ACCURACY CF ENGINEERING DATA SUPPLIED IN THE SOILS 7.0 THERMAL/MOISTURE PROTECTION (NOT USED) REPORT. H CONCRETE SHALL HAVE THE MAXIMUM AGGREGATE SIZE%'INCH. C KRAUTS: CONTRACTOR TO MAKE NECESSARY ARRANGEMENTS OR SECURE NECESSARY PERMITS WITH THE GOVERNING AGENCY FOR SITE WORK OR TO BLOCK SIDEWALKS OR STREETS DUE TO I THE CONCRETE SHALL NOT CONTAIN CALCIUM CHLORIDE OR ANY OTHER ADMIXTURE 8.0 DOORS/WINDOWS (NOT USED) CONSTRUCTION. CONTAINING CHLORIDE OTHER THAN NATURAL IMPURITIES CITY OF EVERETT D SAFETY: THE CONTRACTOR SHALL PROVIDE COMPLETE SAFETY PRECAUTIONS AND MEASURES OVER J ALL CONCRETE SHALL BE PLACED IN A MONOUTHIC POUR UNLESS SHOWN OTHERWISE ON 9.0 FINISHES (NOT USED) THE ENTRE SITE INCLUDING ADJACENT YARDS,PASSAGEWAYS AND AREAS WHERE PERSONS NOT THE DRAWINGS. REVIEWED FOR PERMIT %CET TITLE ASSOCIATED WITH THE CONSTRUCTION PROJECT MAY BE PRESENT ----- -- --- E SETBACKS/IF APPLICABLE,ALL SETBACKS WILL BE CLEARLY MARKED ON SITE AND VERIFIED BY THE K CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. GENERAL NOTES BUILDING INSPECTOR BEFORE ANY CONCRETE IS POURED. L NON-SHRINK GROUT: SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL F STREET TREES: THE CONTRACTOR SHALL CLEANLY CUT TREE ROOTS EXTENDING INTO THE WORK BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED AREA. STREET TREES SHALL BE PROTECTED ACCORDING TO GOVERNING JURISDICTION STANDARDS. RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED(3,000 PS MIN.) - SFEET MIXER T-2 GENERAL NOTES SCALE: NONE 120 PLOT SCALE 1:1 0 24'z36'; 1:2 0 11'z17'